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An analytical solution for a jointed shield-driven tunnel lining

โœ Scribed by K. M. Lee; X. Y. Hou; X. W. Ge; Y. Tang


Publisher
John Wiley and Sons
Year
2001
Tongue
English
Weight
467 KB
Volume
25
Category
Article
ISSN
0363-9061

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โœ M. F. Randolph; C. P. Wroth ๐Ÿ“‚ Article ๐Ÿ“… 1979 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 663 KB

## Abstract Field studies have shown that the driving of a displacement pile into cohesive soil generates large excess pore pressures in the vicinity of the pile. These pore pressures are often larger than the effective overburden pressure and facilitate the installation of the pile. The subsequent